Earticle

초록

영어

There are some problems in the structural analysis of the traditional Korean wooden frame(KTF). Especially, the connections of the KTF are very difficult to be modelled in the structural analysis with computer programs. Generally, the connection between column and foundation stone is modelled as a pin support, the connection between members linked through tenon joint
etc. is modelled as a pin-connection, and the connection in the Kongpo is modelled with some hypothetical members and spurious assumptions. So, it is necessary to establish a resonable modelling method for the structural analysis of KTF.
The purpose of this paper is to present a modelling method for a resonable structural analysis of KTF. For this purpose, a modelling method considering contact problems between members and guaranteeing structural stability is presented. A finite element analysis for the Kongpo of the Daewoongjeon of Bongjeongsa is performed, and the applicable possibility of this method
is investigated on the basis of the analysis results.

목차

Abstract
 1. 서론
  (1) 기둥과 초석의 접합부
  (2) 공포
  (3) 부재간 접합부
 2. 선행연구 고찰
 3. 봉정사 대웅전 구조 분석
  3.1 접합부 분석
  3.2 봉정사 대웅전의 골조 분석
 4. 공포부분의 유한요소해석
  4.1 해석 변수 및 해석모형
  4.2 봉정사 대웅전의 유한요소해석 결과
 5. 결론
 참고문헌

저자

• 정성진 [ Jung, Sung-Jin | 한남대학교 건축학부 부교수, 공학박사 ]
• 황종국 [ Hwang, Jong-Kook | 한국전통문화학교 전통건축학과 조교수, 공학박사 ]

참고문헌